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2 BRADFORD STREET - BUILDING JACKET SuperTab® Oversize6Tee Folders 90%LargerLabelArea /// I JS M E:A KEEPING YOU ORGANIZED No. 10301 PATENTPENDING (I�})SUTAIWIE MIN.RECYCLED ti INIRTLAWEE CONTENT10Yr® certfiea RLerspvmmv POSLCONSUMER vmwAfipnpnm.pry 6R011t0 MADE IN USA GET ORGANIZED AT SMEAMOM CITY OF SALEM, MASSACHUSETTS l BOARD OF APPEAL 120 WASHINGTON STREET 4 SALEM,MASSACHUSE/���j,, l MmBERLEY DRiscoLL TET F:978-745-9595 4 FAX:978-740-984 fglf Jig —4 P fi j U MAYOR FILE # January 4,2017 CITY CLERK`SALEM.MASS: Decision City of Salem Board of Appeals Petition of ARSEN SHERAJ seeking a Special Permit per Sec. 3.3.5 Nonconfornring Single- and Two-Family Residential Structures to expand the nonconforming structure and a Variance per Sec. 4.1.1 Table of Dimensional Requirements of the Salem Zoning Ordinance for minimum lot area per dwelling unit at 2 BRADFORD STREET(Map 17,Lot 50)(R-2 Zoning District). A public hearing on the above Petition was opened on October 19, 2016 pursuant to M.G.L Ch. 40A, § 11. The hearing was continued to November 16, 2016 and December 21, 2016 and closed on that date with the following Salem Board of Appeals members present: Rebecca Curran (Chau), Peter A. Copelas, Tom Watkins,Mike Duffy,and Jimmy Tsitsinos. The petitioner is seeking a Special Permit per Sec. 3.3.5 Nonconforming Single-and Two Family Residential Structures to expand the nonconforming structure and a Variance per Sec. 4.1.1 Table of Dimensional Requirements of the Salem Zoning Ordinance for minimum lot area per dwelling unit Statements of fact: 1. In the petition date-stamped September 27, 2016, the Petitioner requested a Special Permit per Sec. 3.3.5 Nomm�fornring Single- and Two-FamijReadential Structures to expand the nonconforming structure and a Variance per Sec. 4.1.1 Table of Dimensional Requirements of the Salem Zoning Ordinance for minimum lot area per dwelling unit. 2. Nicole Magno,wife of Arsen Sheraj, and Attorney Quinn presented the petition. 3. The petitioner proposes removing an existing garage to construct a 2.5 story addition connected to the existing non-conforming structure and to convert the single-family structure into a two (2) family structure. 4. The property is located in an R2 (Residential Two-Family) district. 5. The proposed construction is an alteration, extension and change which will increase the non- conforming nature of the existing structure will be within six (6) feet of the side-yard setback where m the requirement is ten (10D feet. The structure will also be within 13.5' feet of the rear setback where thirty (30) feet is required. The subject lot contains 7,558 square feet where 7,500 square feet per dwelling unit is required. 6. The petitioner is also proposing to convert the existing single family home into a duplex. A two (2) family use is allowed by right 7. The petitioner is proposing three (3) parking spaces and complies with the requirements of the Salem Zoning Ordinance. City of Salem Board of Appeals January 4,2017 Project:2 Bradford Street Page 2 of 3 8. On October 19, 2016, the Board requested that the site plans show the parking layout and suggested to the petitioner to remove as many non-conformities as possible. 9. On November 9, 2016, Attorney Quinn submitted supplemental information on behalf of the applicant Attorney Quinn, provided a counter opinion of the Zoning Ordinance that the applicant needed to request a Variance for minimum lot size per dwelling unit. The Zoning Ordinance in Sec. 3.3.5 Nonconforming Single- and Two-Family Residential Structures provides that "In the event that the Building Commissioner determines that the nonconforming nature of such structure would be increased by the proposed reconstruction, extension, alteration or change, the Board of Appeals may, by Special Permit, allow such reconstruction, extension,alteration, or change where it determines that the proposed modification will not be substantially more detrimental than the existing nonconforming structure to the neighborhood." 10. At the public hearing on November 16, 2016, Attorney Quinn restated this opinion and the Board requested that a legal opinion on the interpretation of the Zoning Ordinance be sought. The petitioner requested a continuation to the next regularly scheduled meeting on December 21,2016. 11. In a memo dated December 2, 2016, the City Solicitor provided an opinion on the interpretation of the Zoning Ordinance as it pertains to the expansion of existing single and two-family non- conforming structures and found that the petitioner did not require a Variance, but rather a special permit is the appropriate relief. 12. At the public hearing on December 21,2016 the Board discussed the legal opinion and considered the criteria of the request for a Special Permit per Sec. 3.3.3 Nonconforming Structures and Sec. 3.3.5 Nonconforming Single and Two-Family Residential Structures of the Salem Zoning Ordinance to allow the petitioner to reconstruct,extend,alter or change the nonconforming structure. 13. The requested relief, if granted, would allow the Petitioner Special Permit per Sec. 3.3.3 Non- Conforming Structures and Sec. 3.3.5 Nonconforming Single-and Taro-Family Residential Structures to expand the nonconforming structure. 14. At the public hearing one (1) member of the public spoke in favor of and none (0) spoke in opposition to, the petition. The Salem Board of Appeals, after careful consideration of the evidence presented at the public hearing, and after thorough review of the petition, including the application narrative and plans, and the Petitioner's presentation and public testimony, makes the following findings that the proposed project meets the provisions of the City of Salem Zoning Ordinance: Findings for Special Permit 1. The proposed expansion of a non-conforming structure would not be more substantially detrimental than the existing non-conforming structure to the impact on the social, economic or community needs served by the proposal. 2. There are no impacts on traffic flow and safety, including parking and loading as there are three (3) on-site parking spaces that conform to the parking requirements of the Salem Zoning Ordinance. 3. The capacity of the utilities is not affected by the project. 4. There are no impacts on the natural environment,including drainage. 5. The proposal improves neighborhood character as it improves the property. City of Salem Board of Appeals January 4,2017 Project:2 Bradford Street Page 3 of 3 6. The potential fiscal impact,including impact on the City tax base is positive. On the basis of the above statements of facts and findings, the Salem Board of Appeals voted five (Rebecca Curran (Chair), Peter A. Copelas, Jimmy Tsitsinos, Tom Watkins, Mike Duffy) in favor and none (0) opposed, to grant a Special Permit per Sec. 3.3.3 Nonconforming Sintams and 3.3.5 Nonconforming Single-and Two- Family Residential Structures to reconstruction, extension, alteration or change a nonconforming single or two- family structure subject to the following terms,conditions and safeguards: 1. The Petitioner shall comply with all city and state statutes,ordinances,codes and regulations. 2. All construction shall be done as per the plans and dimensions submitted to and approved by the Building Commissioner 3. All requirements of the Salem Fire Department relative to smoke and fire safety shall be strictly adhered to. 4. Petitioner shall obtain a building permit prior to beginning any construction. 5. Exterior finishes of new construction shall be in harmony with the existing structure. 6. A Certificate of Inspection shall be obtained. 7. A Certificate of Occupancy shall be obtained. 8. Petitioner is to obtain approval from any City Board or Commission having jurisdiction including, but not limited to, the Planning Board. Rebecca Curran,Chair Board of Appeals A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK Appeal from this deeman,if any, shall be made pursuant to Section 17 of the Ma sacburens General Lams Chapter 40A,and shall be filed nnthin 10 days of filing of This dechion in the office of the City Clerk Pursuant to the Marsachusenr General Lams Chapter 40A,Section 11, the Variana or Specsal Permitgranted herein shall not take effect until a ropy of the decision bearing the rertifccate of the City Ckrk has been filed mlth the Essex South Re.why ofDeeds. 25 cr— o q The Commonwealth of Massachusetts REC EIVLU Board of Building Regulations and StandarAlSPECTIQRAL S RVI OF UlfMassachusetts State Building Code,780 CMR SALEM �l RiriAZ�Har 2011 Building Permit Application To Construct,Repair,Renovate�rbo�Ulill�a One-or Two-Family Dwelling IS This Section For Official Use Only Building Permit Number: D e pplied: 046.4 0 n Building Official(Print Name) Signature Date SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers r� �• 1r71�Q-DF6K� t S�, la4tXc.lt t�� IV \ 1 A Is this an accepted street?yes no Map Number Parcel Number LLL 111 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Private❑ Zone: _ Outside Flood Zone? Municipal❑ On site disposal system ❑ Check if yes❑ SECTION 2: PROPERTY OWNERSHIP` 24 Ownert of Record: /' l.F.jCAnl17Y<l2 e7gkX 6r ' AArG r .Wj w UA4, 9(7 70- K-CA Name(Print) City,State,ZIPT� v�wvxy I S-C. No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ 1 Alteration(s) ❑ 1 Addition ❑ Demolition ❑ Accessory Bldg. ❑ Number of Units I Other Specify:_I F 15LJ L 4 l t 0 BriefDescriptionofProposedWork': I14/7L1 4,, WITA F7L.Ot-V W SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials 1. Building $ 1. Building Permit Fee:$ Indicate how fee is determined: ❑Standard City/Town Application Fee 2.Electrical $ ❑Total Project Cost'(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Suppression) Total All Fees: $ Check No. Check Amount: Cash Amount: 6.Total Project Cost: $ 7i(��', M o ❑Paid in Full ❑Outstanding Balance Due: Cal c 11L( G?A'\l-F- ��CS�tT� l l I (c l 0 "Lf C) SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 615 s- -7(.0 /0 Is- -4 (4 W7 fe;f-"f W License Number Exp ti n Date Name of CSL Holder p List CSL Type(see below) 10 ' tlq c"O L • T Description No.and Street P �[<- t I VAA t O/�l� U Unrestricted(Buildings s u Dwellito ng 00 cu.ft. W�R'k l Restricted 1&2 Family Dwe(lin City/Town,StateJZIP M Masonry RC Roofing Covering WS Window and Siding �"� SF Solid Fuel Burning Appliances q76-9`J83-4t'A* I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) HIC Companyy Name or HIC Registrar�.�rame HIC Registration Number Expim[i n Date to nl NYi 14gM , ' man Street 'L Email address City/Town,State ZIP` Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes .......... No...........❑ SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize to act on my behalf,in all matters relative to work authorized by this building permit application. Print Owner's Name(Electronic Signature) Date SECTION 7h:OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. A t,k �.4gW*- 1S !� Print Owner's or Authorized Agent's Name?Electronic Signature) l6ate NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L. c. 142A. Other important information on the HIC Program can be found at www.mass.eov/oca Information on the Construction Supervisor License can be found at www.mass. ovg /dns 2. When substanfial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of halfibaths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" To Whom It May Concern, I, lames Fortin, do authorize William M. Crowley to act as my agent in the process of applying for building permits and other necessary documentation pursuant to, the conduct of my business by Air-Tight Weatherizaiton LLC. ignature State of Massachusetts County On this \cj day of }Vc. 2014, before me personally appeared to me known to the person (or persons) described in and who executed the foregoing instrument, and acknowledgement that he/she/they executed the same as his/her/their free act and deed. ROBERT A MONAHAN Notary PUbIIC Ua Notary PubilC COMMONWEALTH OF MASSACHUSETTS My Commission Expires Print Name: September 17, 2021 My commission expires: *niiriirnirir/rrr�/ C ffn (.riJ.�rrrfrc.i<�/.i ��CL OFlice of Consumer Affairs and Business Regulation � � ,.:: 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Flame Improvement Contractor Registration Registration: 165640 Type: LLC Expiration: 3/1 512 0 1 6 Tr# 248557 AIR - TIGHT LLC. WEATHERAZATION JAMES FORTIN 10 PINE KNOLL DR. BEVERLY, MA 01915 Update,Wdress and return card.Marti reason for change. sc.;.+ 6 tea,os,+ Address Renenval Employment Lost Card 41, °��Office of Cansamrr afFri rs& Itisinrs+Iiry;ulntinn License or registration valid for individut use only y r .HOME IMPROVEMENT CONTRACTOR before the eepination date. If found rennrn to: lRegistmtion: 165640 Type: Office of Consumer Affairs and Business Regulation Expiration: 3/15/2016 LLC 10 Park Plaza-Suite 5170 Briton,,MA 02116 AIR-TIGHT LLC.WEATHERAZATION JAMES FORTIN 10 PINE KNOLL DR. BEVERLY.MA 01915 tintlrrarcrcr:u'r - Net v:a id without signawrc 1®� .11 E•rC ltu 1 ' ;_'_'-r r rr t. CS-052576 y JAM li FORI-I)' III PINF.KNOIA.UIt . Ikvcrlc MA 111915 . u;•r„r;.nw+� r 10l03/2015 y The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations I Congress Street, Suite 100 4 ! Boston, MA 02114-2017 !Rrw ' www mass.gav/dia Workers' Compensation insurance Affidavit: General Businesses Applicant Information _ Please Print Legibly Business/Organization Name: \i, V C ;\'`\- cc Address: City/State/Gip Phone#: Are you an employer?-Check the,appropriate box: Business Type(required): IN [ am a employer with employees (full and/ 5. El Retail or part-time).* 6. ❑ Restaurant/Bar/Eating Establishment 2.❑ 1 am a sole proprietor or partnership and have no ?. ❑ Office and/or Sates(me[. real estate, auto,etc.) employees working for me in any capacity. [No workers' comp. insurance required] A. ❑Non-profit 3.❑ We are a corporation and its officers have exercised 9. ❑ Entertainment their right of exemption per c. 152, §1(4),and we have 10.❑ Manufacturing no employees. [No workers' comp. insurance required]'" I I.❑ tlealth Care 4.❑ We are a non-profit organization, stalled by volunteers, with no employees. [No workers' comp, insurance req.] 12.❑ Other_ _ 'Any applicant that checks box ill must also fill nut the section bcloa showing their workers'compensation policy information. --If the cnrparnc nlTeers have exempted thanselves,but the corpomtimt has other employees,a workers'compensation policy is required and such;m organbanion should check box sit. I am an employer that is providing workers'compensation insurance far my employees. Below is the pohch information. Insurance Company Name:` � �\ Insurer's Address: Ci /State/Zi Policy ttor Self'ills. Lio, tl I-�.I�h'�J «t_^ `..1� Expiration Date: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a tine of up to S250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify, underdte pains and penaties of perjury that the information provided above is true and correct Swnature: _ _ Date: ( I Phone tl: 1 ] -�Y��� �) Ce L� Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License N Issuing Authority(circle one): 1. Board of Health 2. Building Department 3.City/Town Clerk 4. Licensing Board 5.Selectmen's Office 6.Other Contact i'erson: Phone N: m iv.mass.gov/din ``CoR CERTIFICATE OF LIABILITY INSURANCE DADDIYYYY) � 12/5/25/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Jill DeEletre NAME:ME. TGA Cross Insurance, Inc. PHONE (781)914-1000 FAXan� AIC.No: (]61)224-5]]] 401 Edgewater Place E-MAILRIESS.jdehetre@tgacross.com Suite 220 INSURERS AFFORDING COVERAGE NAICA Wakefield MA 01880 INSURERAArbella Protection 41360 I, INSURED INSURER BArbella Mutual 17000 Air-Tight Weatherization, LLC INSURERC: 9 Story Ave. INSURERD: INSURER E: Beverly MA 01915 1 INSURER F: COVERAGES CERTIFICATE NUMBER CL14111923181 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE AINSR MD DD UBR POLICY NUMBER MWDDIYYEYYV MMIDD/YLICY YXYY LIMITS GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 X COMMERCIAL GENERAL LIABILITY (TAM-AGE TO RENTED PREMISES Ea occurrence $ 100,000 A CLAIMS-MADE OCCUR 8500046432 /8/2014 /8/2015 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 BERL AGGREGATE LIMIT APPLIES PER'. PRODUCTS-COMPIOPAGG $ 2,000,000 POLICY X PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Eaaccident 1,000,000 A ANY AUTO BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED 1020015286 /8/2014 /8/2015 BODILY INJURY accident $ AUTOS AUTOS ) X HIRED AUTOS X AU OS OWNED Per aERde tDAMAGE S ION Ph scial Damage Penis S X UMBRELLA LIAB X OCCUR EACH OCCURRENCE S 2,000,000 B EXCESS LIAB CLAIMS-MADE AGGREGATE S $2,D00,000 DED I X I RETENTIONS 10,00 600052930 /5/2014 /5/2015 $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY YI NLIM ANY PROPRIETORIPARTNERIEXECUTIVE EL EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ It yes,describe under DESCRIPTION OF OPERATIONS below EL.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Salem ACCORDANCE WITH THE POLICY PROVISIONS. Inspectional Services AUTHORIZED REPRESENTATIVE 120 Washington Street, 3rd Fl. Salem, MA 01970 Thomas Gregory/JD2 +,a— t ��� ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025(201005).01 The ACORD name and logo are registered marks of ACORD DDNY AC ® DATE 1151/2015 Y) _./ CERTIFICATE OF LIABILITY INSURANCE 01/15/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endomement(s). PRODUCER Name: Jacqueline Marie Melanson,CLCS Mass Pay Insurance Services,LLC 27 Garden Street,Unit 1 B HCNrvo Eal: (978)774-4338 x105 uc No (978)774-1318 Danvers, MA 01923 E-MAILADDRESS: Jackie@philrichardinsurance.com INSURERS AFFORDING COVERAGE NAIC d INSURER A. AmGUARD Insurance Company 42390 INSURED Air-Tight Weatherization,LLC INSURER B: 9 Story Ave INSURER C Beverly,MA01915 INSURER D: INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILNSR TR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP S POLICYNUMBER MMIDDIYYYY MM/DDIYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Eaocwnenca $ CLAIMS-MADE OCCUR MED EXP(Any one person) $ PERSONAL B ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PRO- LOG $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per amdent $ AUTOS AUTOS ( ) HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident IS UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIMB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ A WORKERS COMPENSATION AIWC576437 07/01/2014 07/01/2015 WC STATu- CTH- AND EMPLOYERS'LIABILITY YIN ANY PROPRIETOMPARTNEWEXECUTIVE F9 EL.EACH ACCIDENT $ 1,000,000 OFFICEfLMEMBER EXCLUDED? N I A (Mantlarory in NH) E.L.DISEASE-EA EMPLOYEE IS 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 8 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Proof of Workers Compensation CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE The City of Salem Inspectional Services THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 120 Washington St.,3rd Floor ACCORDANCE WITH THE POLICY PROVISIONS. Salem,MA 01970 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD Conner Group Services Group CERTIFICATE OF COMPLETION 50 Washington St. Suite 3000 Westborough,MA 01581 Alexsander Sheraj Phone(Eve): 617-838-5891 2 Bradford St Phone(Day): 617.838-5891 Salem, MA 01970-1604 E-Mail: nicolemagno77@gmail.com SitelD: S00002216338 Combustion Safety Test Completed Y/N Pre Blower Door# (If applicable) Post Blower Door# (if applicable) Contract ID:20140408_ASEAL Company: Air-Tight Weatherization Sub-contractor Work Order#: S16338P21664C271 •Location `"� .s Descri-tion�`"� .� r. tir _; �„� . . . _"y mtlt �, Insfalled Exterior Door Weather Stripping 3 Living Space Perform Air Sealing at Estimated 62.5 CFM50 Per Hour 4 Door Sweep 3 Contract ID: 20140408 WORK Sub-contractor Work Order#: S16338P21664C271 Attic Install 8" Roof Vent 1 Living Space Hatch: Thermal Barrier_Polyiso 2 inch (Attic) 1 Attic 12"Mushroom Vent 1 Living Space Insulate Vaulted Roof From Interior With 6" Dense Pack Cell 108 Living Space Attic Floor Open Blow Cellulose 7" 308 Living Space Insulate Vinyl Sided Wall With 4" Dense Pack Cellulose 344 Damming 25 PLEASE NOTE:The Inspection of the house is for the purpose of finding CUSTOMER AUTHORIZATION OF CERTIFIED WORK out whether the Contractor completed the work. I confirm that the measures listed above have been completed to my CUSTOMER SHOULD NOT RELY ON THE INSPECTION FOR satisfaction. I have received a copy of the Certificate of Completion and ASSURANCE THAT THE CONTRACTOR'S WORK NECESSARILY hereby authorize the release of any final payments to the Contractor. I COMPLIES WITH ALL LAWS AND STANDARDS RELATED TO understand that this Authorization of Completed Work does not in any SAFETY. manner void any warranties provided to me by the Contractor. It was the Contractor's sole responsibilty to assure that the measures were installed properly and safely. In addition, this Post-Installation Inspection does not replace inspections by licensed inspectors where required by state or local law. It is the duty of the Customer to obtain such required inspections. Contractor's Signature Customer's Signature Date Date Conservation Services Group-50 Washington Street Suite 3000-Westborough, MA 01581 -(508)836-9500 Conser�/atton CONTRACTOR WORK ORDER Services Group 50 Washington St.Suite 3000 Printed: 111412015 Westborough,MA 01581 Work Order Id: S16338P21664C271 Contractor lIn ormati6fi, 7Gustohief/Site�Q;ta1�S M '3' p Is f w .� Air-Tight Weatherization Alexsander Sheraj Email: nicolemagno77@gmail.com 9 Story Ave 2 Bradford St Phone(Eve): 617.838-5891 Phone(Day): 617-838-5891 Beverly,MA 01915 Salem, MA 01970-1504 Site ID: S00002216338 '-v: ' Insalede X "7 { ' ,To M, sa10 n� `z,�,' 'ro,a.w=i,:, Location Description Quantity Unit$ Total $ Exterior Door Weather Stripping 3 $25.20 $75.60 Living Space Perform Air Sealing at Estimated 62.5 CFM50 4 $7T00 $308.00 Door Sweep 3 $21.17 $63.51 Attic Install 8" Roof Vent 1 $91.00 $91.00 Living Space Hatch: Thermal Barrier Polyiso 2 inch (Attic) 1 $38.09 $38.09 Attic 12" Mushroom Vent 1 $126.00 $126.00 Living Space Insulate Vaulted Roof From Interior With 6" De 108 $2.35 $253.80 Living Space Attic Floor Open Blow Cellulose 7" 308 $1.40 $431,20 Living Space Insulate Vinyl Sided Wall With 4" Dense Pack 344 $2.20 $756.80 Damming 25 $2.00 $50.00 Installed Measures Total $2,194.00 •:,�' $' .. ,, � �t -e9ry_ a.. �} .,. tie :, Y ,.:�a.w,.u;�i:"nee:-u. ... Type Status Notes Knob&Tube Wiring FIXED Contractor walk-off K&T in attic. Jan 13th rec'd K&T form. License OK, no invoice. eigF.- '�, `x .'eY�/o�kOrder Pl'otes'€,'�'"°s. `+'�o F ' 'S .`= r: ... `..�_i_ [_ ...... � i_F£t _-f..�f.MC.' vast':rt t, y'im""�_, r 'r`$!1'+" 1 "�. ,[ >t3 ; ° ' `•p.•� k�' #. x ,., v r' �:: F'ar � k... 5��1����2rt€i .. a � �Yi._ Payrllente.�+i ��-•+w _F3F '4�Y,+•'v"i �r>� �R �-"_ Incentive Payments Air Sealing Incentive $447.11 Weatherization Incentive $1,310.17 Total Incentive Payments $1,757.28 Customer Share Total Customer Share $436.72 Less Deposit Of $145.57 Customer Share Balance(Due Contractor) $291.15 Conservation Services Group-50 Washington Street Suite 3000-Westborough, MA 01581 -(508)836-9500 Residential Air Sealing Work Order Conser atlon Printed: 4/21/2014 Pg: 1 Services Group 50 Washington St.Suite 3000 - Westborough,MA 01581 Alexsander Sherag Phone(eve): 617-838-5891 2 Bradford St Phone(day): 617-838-5891 Salem, MA 01970-1504 Site ID: S00002216338 l Heating Fuel: Natural Gas Building Volume: 8,008 BAS cfmSO: 746 Distribution Type: Furnace- Duct Existing C.onditrons, - ' r �- ,' y . ,, ��`, _,� � ,; �`� �'- � ��� +� � ,-•c, �T: Existing Insulation: None Depth: 0.0 Truss Construction: -.. . - _- Can Blower Door Be Completed? Yes Attic _ Basemerl rawls pace All Accessible Penetrations: Yes Exterior Penetrations: Yes Therma-Dome: No Ceiling Penetrations: No w/carpentry: No Exterior Door Weatherstrip: Yes WHF Box: No Vapor Barrier(Sgft): No Additional Areas of Concern... Additional Areas of Concern... 1 door kit and door sweep in rear of house Garage Living_Space All Penetrations: _. - _ No Plumbing: Yes Weatherstrip Door to Living Space: No Weatherstrip Exterior Doors: Yes Additional Areas of Concern... Additional Areas of Concern... 2 door kits and door sweeps in living space 1 on left 1 on front Conservation Services Group-50 Washington Street Suite 3000-Westborough, MA 01581 -(508)836-9500 � � Residential Air Sealing Work Order Conner ation Printed: 4/21/2014 Pg. 2 Services Group 50 Washington St. Suite 3000 Westborough,MA 01581 j Customer/Site Details: Alexsander Sherag 2 Bradford St Salem, MA 01970-1504 '< ,Corit�ae't'or Note— � + � r+ �-�� Job Informatwn'„„r,.± " -as � '�rx - -- - - Start time: Stop time: AS Techs: Pre CFM 50: Post CFM 50: - — - -- -- - - CFM 50 Reduction: --- - ----- ------ - - - --- - Combustion Safety Test Completed? Yes No - -- - - - -- --- Pass or Fail? RCS PLAMVIEW DIAGRAM Customer: Alexsander Sherag Home Phone: (�C g)- xsTj _ ' 1-rl Address: 2 Bradford St Work Phone: - Town: Salem — Cell Phone: (Any limitations for access by ergo truck? No Yes If Yes,describe: Any specific directions or landmarks? No Yes If yes,describe' Site ID: S00002216338 Energy specialist: Alan Safran-116 Reviewed by: 10 =r\5v\c,� Oi f} �C�e„ �3\� � ( ,yam ) F�,t cQ\l oZ,3 M ./ Il[��1.— 5 { CQ If c",� a^ -4pl Ap 6'6 r I to -c L 1wk2 l0 "G�. vI a`�f C3Rrc e i \ 7t-s` 2v 2 r�5 irt\� raS Crt , =`6 T^S 3 <) Oc di1S 3 Oct3c S,.,- r,r-� i- Lr� o' V �� \ CC t6 f_ No —I � .po O � JI For Office Use Only < „- fy\�R-l-t oY r`_ 5 Existing Conditions X=Access =Vents Note Inside Square R=Roof S=Soffit G=Gable RV=Ridge Vent CS=Continuous Soffit CDE= Continuous Drip Edge T=Triangle Install O=New Access Note in Circle C=Ceiling W= Wall S=Sheathing Temp Unless Noted Otherwise =Vents Note in Triangle R=8"Roof S=Soffit G=Gable M=12"Mushroom For Access Rev 01/13 Customer Name: Alexsander Sherag Site 10: S00002216338 CSG Enclosed Cavity Insulation Fact Sheet Your Energy Specialist has determined that your home would benefit from insulation. Below is a list of the problems that might be encountered during this process.We have selected those which may pertain to your existing siding material or interior areas being treated.Please read carefully each potential issue and sign at the bottom.A copy of this signed fact sheet must be returned with a signed contract or the scheduling of the insulation work will be delayed. At the time of your Home Energy Assessment the Energy Specialist evaluated the current condition of your exterior siding and interior materials.It has been determined that the process of removing certain areas of your siding,drilling holes and blowing in the Insulation could result in some damage to the siding or to the esthetics of the paint. Prior to the start of the insulation job,the contractor will demonstrate to the homeowner a sample of the siding removal and reinstallation. Vinyl Siding This type of siding can crack or break during removal or reinstallation.Older siding that has square channels interlocking the panels is harder to remove and reinstall than newer siding with rounded channels.Cold weather can also be a factor.When removing and reinstalling the siding in cold temperatures(below 32 degrees)there is a greater risk of cracking.The contractor assigned to install your insulation will notify the homeowner and CSG if there are any problems or issues,which may result due to the air temperature on the day of installation or the type of channels contained on the siding.Note:When damage has occurred to vinyl siding every effort will be made to repair the damaged area.When repair is impossible,the contractor can move the damaged piece to an area not readily visible or a new piece of siding that closely matches the existing siding can be installed.It is very difficult to order a new piece of siding that will match exactly,because of fading that happens to siding when it has been exposed to the climate and older styles that may no longer be in production.Customer is responsible for cleaning of fingerprints that may be left on the siding. Interior Drill&Blow Interior drill and blow requires holes to be drilled from the inside of the living space or garage and can be a very intrusive and dusty process.In order for this job to go smoothly,the homeowner must make sure that all furniture and any clothing located in adjacent areas to the exterior walls,garage ceiling or slopes(that are being treated)must be moved away from those areas and covered with plastic prior to commencement of the job for that day.Once the insulation is blown in,the contractor's responsibility will be to plug the access holes and treat the surface with an initial application of spackle/filler. Note:The homeowner is responsible for any additional work to the treated areas,including cleaning,dusting and painting to achieve the desired finish conditions. No Additional Areas Specified at Assessment Customer Signature: X / Date: L 1 is b,=, For more information please visit the interactive house web site at http://masssave.csgrp.com/masssave_content.html roro4ceureo u► GCONTRACT FOR Conner atlon PRODUCTS / SERVICE WORK Services Group This service is brought to you through support from your local utility This Agreement is made by and among ond. Alexsander Sherag Conservation Services Group (CSG) 2 Bradford St A1tn:RCS Salem,MA 01970-1504 50 Washington Street, Suite 3000 Westborough,MA 01581 Site Project o: P00000221 Reg. No. 173484 CuscoerTD:C000002 64 Federal ID No. 222457170 CustomerTD:C00000226403 Contract ID:20140408 ASEAL (Mall completed contract to address above) I. DESCRIPTION OF WORK TO BE PERFORMED Contractor will perform or cruse to be performed the following work on these"Pmndses'In a professional manner and in accordance with the terms of this Contract,including the attached recrommendatonshvork order describing the work in detail(the"Work')which are incorporated herein by reference: Description Quantity Location Perform Air Sealing at Estimated 62.5 CFM50 Per Hour 4 Living Space $308.00 Door Sweet) 3 NIA $63 51 Exterior Odor Weather StnPP�ng 3 NIA $75 60 Sub Total: $447.11 Utility Incentive Share $447.11 Customer Contribution $0.00 ^Offs For office use only Printed:4IW2014 Page 2 of 2 It. PAYMENT Customer agrees W pay Contractor for the Work,the Customer Share of the Contract.Price as follows:Payment 41:$ as a Deposit payable to CSG upon signing the Contract(not to exec of the total retail costs).Mail check&mntnaR W CSG,Attic RCS,50 Washington St,Ste. 3000,Westborough,MA 01661.Anal Payment$ as the final payment for the Work shall be payable to the Independent Installation Contractor("IIC")upon eatisracto era lotion of a Work.Customer understands that he/she mill not be required to pay the Utility Incentive Share of the Contract pace in the amowt of$�.Changes to Individual line items and/or previous incentives may Increase or decrease the sbc of We Utility Incentive Sham. Ili. DISPUTE RESOLUTION The 11C and Customer botchy m tholly agree In advance that.in the event that the RC has a dispute mnceming this Contract the 1IC may submit such dbyule to a prima arbitration service which has been approved by the Office of Consumer Alfalrs and Business Regulation and Customer shall be rupuired to submit to such ahbltration as provided in MG.L c 142A. You may cancel this agreement if it has been signed by a party at a place other than an address of the seller, provided YOU notify the sell Writing by ordinary mail posted, by telegram sent or by delivery, not later than midnight of the third )bususine f) w g the gi n f this agreement. DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES. Cu Signauue /ul=// D t di to your selected BC here,a applicable (OR) hUtial hem if you want the Program to assign a It -�c"" rw. Partici atin Contractor G ignauuc Dal Nam of CSG Representative(Printed) p g TERMS AND CONDMONS APPEAR ON THE REVERSE. 3/14 GCONTRACT FOR Conner atlon PRODUCTS / SERVICE WORK Services Group This service is brought to you through support from your local utility This Agreement is made by and among and AlcxsandcrShcreg Conservation Senices Group(CSG) 2 Bedford St Attn: RCS Salem,MA 01970-1504 50 Washington Street,Suite 3000 Westborough, MA 01581 Site Project I : P00 00022 1 6 Reg. No. 173484 Customer To: 00000226 Federal ID No. 222457170 CustomerlD:C0000022ra403 Contract ID:20140408 WORK (Mail completed contract to address above) 1. DESCRIPTION OF WORK TO BE PERFORMED Contractor will perform or cage to be performed the following work on these"Premises"in a professional manner and in accordance with the terns of OILS Contract,including the attached recommendatlonslwork order describing the work in detail(the'Work')which are incorporated herein by reference; Descriptlon Quantity Location Insulate Vinyl Sided Wall With 4'Dense Pack Cellulose 344 Living Space $758 80 Attk Fkror Open Blow Celiulose 7' 308 Living Space $431.20 Insulate Vaulted Roof From Interior With S'Dense Pact Cellulose 108, Livi Space $253.80 12'Mushroorn Vent 1 Attic $126.00 Install 8'Roof Vent 1 Attic $91 00- Hatch:Thermal Border Po 2Inch(Attic) 1 Living Space S38.09 Dammirg 25 N/A $5000 Sub Total: $1,746.89 Utility Incentive Share $1,310.17 Customer Contribution ,.$436.72 R❑ a For office use only Printed:4IN2014 Page t of 2 II. PAYMENT Customer agrees to pay Contractor for the Work,the Customer Sham of the Conrad.Price as follows:Payment xh S 14}7 as a Deposit payable to CSG upon signing the Contract(not to rxc 1,13 o the total retail costs).Mail check&comb-act W CSG,A"m RCS,50 Washirygnn St.,Ste. 3000,WCStborough MA 01681.15na1 I'aymenh S as the final payment for the Work shall be payable to the Independent Installation Contractor(4IC")upon sntlsfhctory rompletlon of the Wor Customer rmder%tands that helshe kilt not be required to pay the Utility Incentive Share of the Contract price In the amount of S ib. ' Y. .Changes to individual line items and/or previous mcemives may increase or decrease the size of the Utility Incentive Share. Ill. DISPUTE RESOLUTION The TIC and Ct stomerMacby mutually ague in advance that in the eventthat the TIC hs a dispute concerning this Contract,the DC may submit such dispute to a private arbitration service which has been approved by the Office ofCotsrmerAffahs and Busies Regulation and Customer shall he required to submit to such arbitration as provided in xi.GL c 142A. You may cancel this reement if it has been signed by a party at a place other than an address of the seller, provided you notify a sal r in writing by ordinary mail posted, by telegram sent or by delivery, not later than midnight of the third business a.,fol th signing o this agreement. DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES. �-A Gust i tature .Date in ,e your.sele ted TIC here,if applicable (OR) hti he if you want the Program to assign a .uurc Participating Contractor Db Name or CSG Representative(Printed) TERMS AND CONDITIONS APPEAR ON 21M REVERSE. y14 SAMPLE PRE-RENOVATION FORM This sample form may be used by renovation firms to document compliance with the Federal pre-renovation education and renovation, repair, and painting regulations. Occupant Confirmation P�nphlet Receipt 4EII have received a copy of the lead hazard information pamphlet informing me of the potential risk of the lead hazard exposure from renovation activity to be performed in my ' dwelling unit. I received this pamphlet before the work began- Ae eN_12S l+F 2 69-J� Prin ame of wrier- upant Agffature o Owner- upant Signature Date Renovator's Self Certification Option (for tenant-occupied dwellings only) Instructions to Renovator:If the lead hazard information pamphlet was delivered but a tenant signature was not obtainable, you may check the appropriate box below. i ❑ Declined - I certify that I have made a good faith effort to deliver the lead hazard information pamphlet to the rental dwelling unit listed below at the date and time indicated and that the ; occupant declined to sign the confirmation of receipt. I further certify that I have left a copy ; of the pamphlet at the unit with the occupant. 0 Unavailable for signature- I certify that I have made a good faith effort to deliver the lead hazard information pamphlet to the rental dwelling unit listed below and that the occupant was unavailable.to sign the confirmation of receipt. I further certify that I have left a copy of the pamphlet at the unit by sliding it under the door or by(fill in how pamphlet was left). Printed Name of Person Certifying Delivery Attempted Delivery Date Signature of Person Certifying Lead Pamphlet Delivery Unit Address Note Regarding Mailing Option=As an alternative to delivery in person, you may mail the lead hazard information pamphlet to the owner and/or tenant. Pamphlet must be mailed at least seven days before renovation. Mailing must be documented by a certificate of mailing ; from the post office. ; Customer Name: AlexsanderSherag Site ID: 500002216338 Date: 4/8/14 Mass Save Customer Disclosure and Preparation Requirements At your Home Energy Assessment your Energy Specialist has reviewed and identified applicable cost-effective opportunities, potential health and safety concerns as well as any customer required actions to facilitate improvements in your home. Your Energy Specialist is trained to evaluate and propose appropriate site-specific improvements that will reduce energy consumption and improve comfo�he following conditions were noted at the time of the Home Energy Assessment: Combustion Safety: Initial Here No Issues Detected at Assessment Combustion Appliances: Initial Here No Issues Detected of Assessment Pipe Disclaimer: Due to the location of the pipes in the unheated we suggest that you consult with a licensed plumbing contractor for more information about proactive measures that can may be taken to prevent the pipes from freezing In these area(s). Ay initialing above and signing below you are hereby agreeing to not hold CSG or its Participating Contractors responsible for any damage caused by freezing pipes in the areas where Insulation is added. In cases where pipe tenting is applicable and attempted by the participating contractor,there is still no guarantee that pipe freezing will not occur. Moisture Concerns: Inr6at Here No Issues Detected at Assessment Customer Weatherization Preparation Requirements: Storage Removal ❑ Platfmn gulidup ❑ Cb Detector - Q Flooring Removal ❑ Specified Measures Agreement(SMA) Customers are responsible to complete any noted required actions in order to be eligible for program weatherization work n�... at their home. The participating Contractor will be confirming the completion of these required actions prior to scheduling Initial Here an installation date. Customer required to remove storage and flooring for air sealing This notice does not constitute an endorsement or warranty regarding the presence or absence of other real or potential health and safety hazards that may exist at this address or pr rA3es. If you have questions regarding this information,or to schedule a fallow-up inspection after the noted conditions ha n cor ctt II P1 se call our Customer Service at 800-480-7472. Customer Signature: y/ Dater (qy Energy Specialist: Alan Safran-1 6 Phone: 508-614-5505 Email: Alan.Safran@csgrp.com MEW Conservation Services Group • 50 Washington Street,Suite 3000 • Westborough,MA 01581 mass save PARnCWAnRO swaps trratno a-rw a"b"tcy Clqqmmmwl OUMCMR PERMIT AUTHORIZATION FORM I, Alexsander Sherag ,owner of the property located at: (Owner's Name,printed) 2 Bradford St Salem (Property Street Address) (city) hereby authorize the Mass Save Home Energy Services Program assigned Participating Contractor listed below to act on my behalf and obtain a building permit to y-edorm insulation and/or weatherization work on my property. X ignature of -oP - z o/ �( Date FOR CSG OFFICE USE ONLY Conservation Services Group has assigned the following Mass Save Home Energy Services Participating Contractor to the above referenced project: Participating Contractor Date ffil . ForC fice Use Onty Rev. 12132011 0 `4v4 `L N QF� L i�elP T .�r g� � (1YY' 6ievyflmww� a1n 4. � n C3 'w�tiM`we+..N4KKammsy?M*annim rvi . t M+�WyrAswe4xexa w nn. auura&"`a - - _ � a' P c^'+G"M>cpWw#r" a krF�pa�*++ri{�M fnN.�w aa• VaW Wen�Ws 94n 4GMYMIdI0.Sf4LiF M c��xxR �^+f't"*3Y4MhNW�Y,�� s,wvsAtntlfd+. Pfa ^+^.+"k'6' y.. a. ILI G .II� i�wfaN�++>'+.d� Pta.awerr,+tNexlu4n.¢.v. .� Y»y D m++aa. •' pq :hi4rt✓i1.N8 "haW � s cuatowtlTMa>�k+gM F 4't i frl'�=,+.1��,1{��y?ryyy 4 v�#' TW 14 I 1 �t IIC Combustion Safety Test Form CUSTOMER NAME: SITE ID: Equipment[Fuel Type Hat Water Heater Heating SYs. I tmospheric Induced Powered Vent' Seated' '8 771- PVCVent' Stainless St.' DHW IND TAN%LESS ELEC. I BOILER FURN. OTHER Heating: Fuel: Fuel Hoi Water: • 9l yes,DO NOT DRILL A7E51 HOLE. OHwr tests Kali be completed as approp,jaie(CC a.vent termination; Safety Inspection Were amy gas lea9es detectetl(if applicable)? YES NO Are there broken,detatched or corroded flue pipes?: YES NO Are there any unvented gas appliances(does not include ovens)?: YES NO Was[here a working carbon monoxide detector in the home?: YES NO I TEST IN Combustion Appliance Zone(CAZ)Depressurization TEST OUT Outside Temp: Bath: Kit: Dryer: Outside Temp: Bath: Kit: Dryer CAZ Baseline Pressure: Air Handier. ON pFF NJA CAZ Baseline Pressure: Air Handier: ON OFF NIA CAZ Worst Case Pressure: Basement Door: OPEN CLOSED §CAZ Worst Case Pressure: Basement Door: OPEN CLOSED Total Pressure Change jother Doors: STotal Pressure Change: Other Doors: Domestic CO Draft I Draft w/Heating Sys On [0 Draft Draft w/Heating Sys On II IF Pass Spillage Test Pass Draft Test Pass CO Test Pass Spillage Test Pass Draft Test Pass CO Test ❑Yes ❑No❑N/A ❑Yes []No ❑NJA ❑Yes ❑No❑N/A 0 []Yes ❑Np ❑N/A ❑Yes ❑No ❑NIA Yes❑ ❑No❑N/A Heating System Worst Case CO Draft CO Draft Pass Spillage Test Pass Draft Test Pass CO Test Pass Spillage Test Pass Draft Test Pass CO Test ❑Yes ❑No❑NJA ❑Yes ❑No ❑NJA ❑Yes ONO ❑NJA ❑Yes ❑No ❑N/A ❑Yes No❑ ❑N/A ❑Yes❑No❑NIA Ambient CO in CAZ: Ambient CO in living Space: 1 Ambient CO in CAZ: Ambient CO in Living Space: NaturaO Equip Type Pass Spillage Draft CO Conditions Equip IYOE I Pass Spillage all CO ❑Yes LINO[I N/A ❑Yes❑No I,_l N/A ❑Yes ❑No❑NJA I ONO f,]N/A Gas Dryer CO Test Gas Oven CO Test CO lMeasured at exhaust port): CO(Measured at exhaust port): Ambient CO: Ambient CO- Technician Name: Company Name: Test Dates: Conservation Services Group All R;,hs'neservec fir M IV + n 11F lip 17 lip ]IF I'll JV. 1, J" r CK `7 0405LJ The Commonwealth of Massachusetts r Board of Building Regulations and Standards CITY OF Massachusetts State Building Code,780 CMR SALEM Revised Mar 2011 Building Permit Application To Construct,Repair, Renovate Or Demolish a One-or Two-Family Dwelling �- This Section For Official Use Only Building Permit Number: Date lied: Building Official(Print Name) Signature Date SECTION 1: SITE INFORMATION 1.1 Prop arty Address• 1.2 Assessors Map&Parcel Numbers 9 i5ra d JFo r 5+' 1 :- 50 1.la Is this an accepted street?yes_x_ no Map Number Parcel Number 1.3 Zoning Information: 1.4 Pronerty Dimensions: 1?.-2 �2 47u YVI'j 7 559 Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided / o/ G ' 30/ .5 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public Private❑ Zone: _ OutsiChecde Flood one? Municipal❑ On site disposal system ❑ SECTION 2: PROPERTY OWNERSIHP' 2. Owner'of Record: �lrse.>n Sher-c�`, SaIe►m M vI q 0 Name(Print) City,State,ZIP 2- 6Y_(kCA-�-0�� S�, 9?-89 5336 JL 6 Ch®kU7-9 kOgrnail• m No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WOR EO(check all that apply) New Construction)< Existing Building❑ Owner-Occupied Repairs(s) ❑ Alteration(s) ❑ Addition Demolition ❑ 1 Accessory Bldg. ❑ Number of Units Other ❑ Specify: Brief Description of Proposed Work2: Remove TiAe t'x i Sh ri � ttrct e- CCilk5 u C� � 2,5 15+0,r add, o n C' nve -�+�e s��t i � I 5+ u���re rs a 2 I u c-tu c 2 r �E SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only Labor and Materials 1.Building $ 1. Building Permit Fee: $ Indicate how fee is determined: ❑Standard City/Town Application Fee 2.Electrical $ ❑Total Project Costa(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Total All Fees: $ Suppression) r Check No. Check Amount: Cash Amount: 6.Total Project Cost: $i50 a (7OO.b© 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 4 } License Number Expiration Date Name of CSL Holder List CSL Type(see below) No.and Street Type Description U Unrestricted(Buildings up to 35,000 cu.ft. R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances I Insulation t Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) ;. HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name No.and Street Email address Ci /Town,State ZIP Telephone SECTION 6:WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes .......... ❑ No........... �e�1�h 5 e a Cc w t1 SECTION 7a:OWNER AUTHORIZATION TO 1119 COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize to act on my behalf,in all matters relative to work authorized by this building permit application. Print Owner's Name(Electronic Signature) Date SECTION 7b: OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Print Owner's or Authorized Agent's Italne(Electronic Signature) Date NOTES: 1, An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A. Other important information on the HIC Program can be found at f L�L\�,,mass «o\'oca Information on the Construction Supervisor License can be found at_u����.mass n 'd )s 2. When substantial work is planned,provide the information below. Total floor area(sq. ft.) .3 N l{ (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) 13 Li 4 Habitable room count 5 Number of fireplaces d Number of bedrooms 3 Number of bathrooms Number of half/baths 1 Type of heating system gct5 fD r ced h o-t ct+V' Number of decks/porches Type of cooling system c Q N+f a a i f Enclosed Open 3. "Total Project Square Footage"maybe substituted for"Total Project Cost" EXISTING DORMER W w � EXISTING EXISTING DORMER DORMER I ¢1 m N EXISTING PORCH ROOf J N z \_ wi N � L f N w Q N W VJ _ Wg c�/� o �y 00 z co x UJ EML �9&]l tN N TRv EXISTING WEST ELEVATION EXISTING SOUTH ELEVATION 2 ons oale SCALE: 3116'=I'—VIIEX1.0 SCALE: 3/16'=1'-0' EX1.0 SEPT 26TH 2016 s�oie AS NOTED To o XXX, Sheet N. EX1 .0 O � & SEE ELEVATION EXISTING FIRSTLEVEL OF n' OTHER UNIT(NO CHANGE) 24'-0• NEW 2•X8•WALL FOR MECHANICAL CHASE NEW 346'WIDE 5'-11• 4-1/2, STAIRCASE UP rT, rF+�1 EXISTING F��,/ W O EXTERIOR WAIL00 Ww h to PµTgY 2-6* ,F 2'-6' ..UP PROVIDE 5/8•TYPE•X•DRYWALL BOTH F�Ti Icy p DOOR DOOR ON SIDES(1 HOUR FIRE RATED)AT COMMON ►i•I(n n I WALL TO ADJACENT UNIT.EXTEND RI— DRYWALL 70 ROOF SHEATHING. I m �-- O2-2•X8'-1 O f JACK,1 KING 3'-0� 9'-9• 3 6 �Be1t1 Y 2'-0 m DOOR I o 1 i 2'_0• O A3.1 w Z 12 � - SEE ELEVATION eD A4.0 SEE ELEVATION N FINISHED BACK ' v z a. SEE SECTION —I - -—— ——————— 3-0• v' o L J DOOR W COUNTER 2-YX1KI-2 po O ` 3'-0• OVERHANG JACKS,1 KING I a a ——f unTc`' m Q J 3'-6• I 1. ALL DIMENSIONS ARE FINISHED UNLESS OTHERNISE NOTED. 31.75'X18'LVL NEW 1 I a DROPPED BEAM D-2 I 2. ALL WNDOW HEADERS SET O 7'-0•A.F.F. 1 _ A4.1 LIVING ROOM I -_ SEE SECTON DECK ---f O O O HEADER:I JACK,I KING (TYPICAL) NINDOW SCHEDULE i £ i OA 2 '-9•W X 4'-8•H DIMENSIONS Mark Date NEW DECORATIVEX4' Revisions POST(MATCH EXISTING O 2'-4•W X 3'—B•H DIMENSIONS Date COVERED PORCH PORCH POSTS-TYPICAL). FEBRUARY 27th 2017 Scale AS NOTED Job No. 2582 ------------- ------ 1 Sheet No 1 SEE ELEVATION PROPOSED DUPLEX FIRST LEVEL PLAN � A3.0 SCALE: 1/8'=1'-0• A1.0 A1 .0 0 . A3.2 EXISTINGEXISTING EXISTING BEDROOM BATH BEDROOM SEE ELEVATION I I 24'-0• EX.CLOSET 12'-0• 12'-0" IWH7 10'-2• EX.CLOSET q m i< DD ON.. \ m H W N• 3'-6" \N Z W SEE ELEVATION N O X. EXISTING SECOND BEDROOM 32. . _ ] LEVE _6 L OF OTHER UNIT I DOOR n necT \r (NO CHANGE) O 4 0' ` L 6'-0•DBL ————- 0 CLOSET oars Z DOOR I w BALL o I " Lu g � aEoeOOLz A4.0 - • 8 O BATH RM. 2'-6" _ LU W SEE SECTION •,r DOOR r V< N = SEE ELEVATION oo > J n DDDR I ; 0 MASTER I a W I Z O 2'-6" io tlDgS rn 1 MASTER FRENCH Q I I 1. ALL DIMENSIONS ARE FINISHED UNLESS jBEDROOM OOdt 1O I OTHERWISE NOTED. 2. ALL WINDOW HEADERS SET O 7'-0"A.F.F. A4.0 IF Mark Dote SEE SECTION I << WINDOW SCHEDULE Revisions mw^ Dete 2'-9"W%4'—B"H DIMENSIONS FEBRUARY 11th 2077 „,.. © 4'-0•W X 2'-0•H DIMENSIONS(SUDER) 5caie ASNOTED . / 17'-0• ��... 6—B�,.a \ I QD 2'-6"W X 4'-6"H DIMENSIONS(TEMPERED) Joh No.M / A Sheet No. SEE ELEVATION \\ 1PROPOSED DUPLEX SECOND LEVEL PLAN , SCALE: 3/16•=1'-0' A2.0 a 2.O / !l RIDGE VENT EXISTING PROOSED DUPLEX DORMER P ADDITION z �A o I x� o SOFFIT VENTS (NP) N � O O I m EXISTING PORCH ROOF I � SOFFIT VENTS N (TYP) wg oa.Z 0 0 FL - w0 :pl aQ lllm� llllllmlla� 121 Ow 1J' a W N PROPOSED ADDITION EXISTING HOUSE Mark Date WINDOW SCHEDULES Revisions Dale OA 2'-9'W X 4'-6'H DIMENSIONS SEPT 26TH 2016 Scale AS NOTED Job No 2562 Sneer N. PROPOSED WEST ADDITION DUPLEX ELEVATION n SCALE: 3/16*=1'-0� A3.0 A3.O 2'-5 1/2' PROPOSED DUPLEX L B'-0. 2'-9- 8'-0' ADDITION g EXISTING DORMER U W �W � 41 m N I in N O O O Q Og 0 a. _ Wp ' 0Q a. > 0 J W PROPOSED ADDITION EXISTING HOUSE OA 2'-9'W X♦'-B'H DIMENSIONS Mark Date Revisions �\ Date PROPOSED SOUTH ADDITION DUPLEX ELEVATION / 1 \ ScaeEPf 25T 2018 SCALE: 3/16*=1'-0* A3.1/ WTM Joo No. 2382 Sheet No A3.1 PROPOSED DURIDGE VENT PLEX EXISTING ADDITION 6 DORMER r1�7�I �A C EXISTING PORCH ROOF H 'FQ'-i ^^Z O W VW a. N Z < 'W^ O U, xCL Q / GRADE m O W cc J n W EXISTING HOUSE PROPOSED ADDITION — 1MNDOW SCHEDULE, OA 2'-9'W X 4'—S'H DIMENSIONS Mark Date Revisions QD 2'-5'W X 4'—S-H DIMENSIONS(TEMPERED) Date SEPT 28TH 2018 Scale AS NOTED J.b 0 2582 PROPOSED EAST ADDITION DUPLEX ELEVATION n Sheet N, SCALE: 3/16'=1'-0' A3.2 A3.2 L PROPOSED DUPLEX A+ ADDITION W EXISTING ~' W DORMER W Q © WA p V/VI 4 O O N 1 io N Z r o wog � za _ oWp � W yaw GRADE m O CC W EXISTING HOUSE PURPOSED ADDITION — WINDOW SCHEDULE: (A) 2'-9'W X 4'-6'H DIMENSIONS OB 2'-4'W X 3'—B'H DIMENSIONS Mork Date © 4'—O-W X 2'—O-H DIMENSIONS R2V1S10 f1S Date QD 2'-6'W X 1'-6'H DIMENSIONS SEPT 26TH 2016 Scale AS NOTED Job No. 2662 Sheet NO. PROPOSED NORTH ADDITION DUPLEX ELEVATION _ ^{ SCALE: 3/16"=l'—O"\,!2.3,/ A3.V g �10 12 NEW PRE-ENGINEERED ROOF TRUSSES 24'O.C. (4 PITCH)WITH 5/8'COX PLYWOOD SHEATHING AND CUPS. 4 12 u 01 TAILBEARING CONDITION W p VARIES PER PLANS. W / \ NEW(2) 2'x8'RAFTERS 16'O.C. ro Y WITH 1/2'CDX PLYWOOD SHEATHING m N NEW 2'00 FLOOR JOISTS AND ASPHALT/FIBERGLASS SHINGLES 16-O.C. WITH 3/4'TONGUE TO MATCH HOUSE SHINGLES AND GROOVE SUBFLOOR. NEW 2"x6'EXTERIOR WALL 16'O.C. WITH 1/2' CDX PLYWOOD Z SHEATHING, TYVEK BUILDING WRAP, VINYL SIDING, R-20 INSULATION AND 1/2"DRYWALL INTERIOR. a _O �j ✓;j ENTRANCE/BATH NEW 2'z6'FLOOR w f— m JOISTS 16.0.0. < U NEW 2'x10'FLOOR JOISTS 16.O.C. WITH 3/4"TONGUE W AND GROOVE SUBFLOOR. Lu GRADE GRADE CL o DROPPED BEAM - N O I m FOUNDATION WALL _° CL (BEYOND) - NEW 10'CONCRETE FOUNDATION WALL WATERPROOFING BELOW GRADE n+ok Date Revisions Do e NEW 10'X20' FEBRUARY I/tli 2017 CONCRETE FOOTING Scme NEW 4'CONCRETE SLAB PROPOSED SECTION (DORMER) o NABRGTEG OVER 6 MIL POLY PAPER SCALE: 3/16'=1�-D� A4.0 23x2 BARRIER. Sneer No. A4.0 01 NEW PITCH TO MATCH EXISTING HOUSE(10). NEW PRE-ENGINEERED ROOF / TRUSSES 24-O.C. WITH 5/8"COX PLYWOOD SHEATHING AND CLIPS. t0 12 NEW(2)2'x8'RAFTERS 16'O.C. rf.-1i �j WITH 1/2'COX PLYWOOD SHEATHING �j W m z AND ASPHALT/FlBERGLASS SHINGLES o TO MATCH HOUSE SHINGLES V-4' < pppg m N NEW 2"x6" PT DECK FLOOR JOISTS 16'O.C. 8 1: NEW 2"x6'PORCH CEILING JOISTS 16"O.C. cn NEW 2"x6"PORCH Z FLOOR JOISTS 16"O.C. O i NEW 4'x4"PT POSTS NEW 6"x6"PT POSTS N V WITH SIMPSON POST ANCHORS. w GRADE GRADE o n o Q o DROPPED BEAM o _ O 12'DIA.CONCRETE SONOTUBE - a PIER FOOTING 48'BELOW -.1 GRADE(TYP FOR DECK). 12'DIA. CONCRETE - - SONOTUBE PIER FOOTING WITH BIGFOOT 48"BELOW GRADE(TYP). 24'-0" 5'-10 1/2" Mark Date Revisions Date FEBRUARY 14N 2017 Scale PROPOSED SECTION n Jac N.NOTED SCALE: 3/16'=1'-0' A4.1 m 2582 Sheet Na A4.1 1 7 t 9 SIZ9117 a . 2/I4 REBAR 0 24'-0" -B m g SLAB SECTION ---- --------------- SCALE: 1/4":1'-0" A O — — — 2 -------- - fOi - DECK FOOTINGS I A5.0 TEMPORARY SUPPORTS CONCRETE SONONBE FOR EXISTING STRUCTURE 48"BELOW GRADE(TYP ------ _— --——————— DURING ~+UW u� EXCAVATION. FOR DECK). $Ee FDUNDATIon! N0T's5 -- o I 1LVWCET D-2- 0'THICKENED SLAB I � \ I (BEARING WALL) cn WW� BEAM POCKET 2'-6"X2'-6"X12" I I 1 iii�ii m � N n o I PIER FOOTING I c io W I I 3-1/2"LALLY WITH I I c I I SIMPSON LLC CAPS _ I Z uZ —J I O 4._,D. I I L_ J ----� o W I I I 6-o" a Z Z 2'X2'X12" 3-1/2"LALLY WITH PIER FOOTING I N SIMPSON LLC CAPS 0LL d n BEAM POCKETS o W I � W > sI W I I o -------- d jr ------ �tNOf 0 OOOW y peas e, 7ory"` .• Revisions oce FEBRU/1QY 7{N 2017 T-11" �•-11" T-11" 6•-0" ,��iP 12"DIA.CONCRETE AS NOTED 23'-9" SONOTUBE PIER FOOTNG c .. . WITH BIGFOOT 48"BELOW 2 GRADE(TYP). PROPOSED FOUNDATION PLAN , SCALE: 1/4"=1'-0" A5.0 A5.0 24'-0' 2- 2X10 �' W BEARING �N1 WABELOW 2 2X10 STEEL COLUMNS(BELOW)LL fl-=-=-iifoI N NNo VERIFY HEADER LOCATION TO Tnz MAINTAIN BA'CLEAR HEIGHT. W- 51.75'X8.25'LVLN � DECK (�] 2X6 P.T. 18O.C. --- j m DECK JOISTS.. N NEW DECORATIVE POST(MATCH EXIST NO BEAM POCKET PORCH POSTS-TTYPK:AL). I o N 2X8 P.T. 16'D.C. Q 3.1.75'X8.25'LVL N DECK JOISTS. (TYP). _J NEW DROPPED BEAM I W u- (BELO" W N � a W Z n X o U J N SEE DETAIL SHEETS ATTACHED: a W 2X10 FRAME I D-1 WALL BRACING '_^ m c N 18"O.C. D-2 GENERAL NOTES LL � a 2 - 2X8 0-3 DECK PORCH NOTES. c 0 cr o 2X8 P.T. 16"O.C. ,oY,d- OF DECK JOISTS.(TYP). ��" o : NMAROIY m c� 24'-0" AM," � E Revisions 8'X6'P.T.POST BELOW WITH PAIR OF FEBRUARY 14th 2017..,�1e SIMPSON LPCSZ CAPS TO BEAM AND (2)SIMPSON ML24 ANGLES AT BOTTOM AS NOTO (TYPICAL). :oe 2582 PROPOSED FIRST FLOOR FRAMING PLAN „Pe SCALE: 3/16'=1'-0' 9.1 A5.1 Ill) 3'L4117 24'-0* 2-2X8 HEADER BELOW WITH 1-JACK,1-KING STUD pp 2X10 RIM JOIST � g x 2 > ■ I ual N 6 2- 2X10 BEARING WALL BELOW N1111 (3)2X6 POST BELOW. W O ►y U W M 3.2X8 POSTS BELOW p m � W 0 2-2X6 RAFTERS 16-O. C. WITH 1/2• W CDX LYWOOD SHEATHING AND MT'1 p a ASPHALT/FIBERGLASS SHINGLES TO r�"I1 CIS MATCH HOUSE SHINGLES [i] N F-s71 m 1 ry N 3.2X8 m NOTES POSTS x BEARING WALL BELOW N 1. TYPICAL DOOR AND WNDOW HEADERS IN BELOW I EXTERNAL WALL 2-2XB WITH 1-JACK NN AND I-KING STUD. Q Z 3.1.75'X18'LVL NEW O g DROPPED BEAM I `V d p6LORAT1vC 706T TO HAvE CA PALITy TO SUPPORT U(� 2xco TES w1,N CON•!£ctcw �W/� Z TO BEAM AVD AT 007-OM y♦ N o Q SEE DETAIL SHEETS ATTACHED: w 2X10 RIM JOIST D-1 WALL BRACING o D-2 GENERAL NOTES m 2X10 FLOOR JOISTS 16.O.C. a cc O WITH 3/4• TONGUE AND D-3 DECK PORCH NOTES GROOVE SUBFLOOR(TYP). 0 O L aLL 2 — 2XB 5EE DECK PORCH NOTES _ saeEr v-3 2- 2X6 RAFTERS is•O.C. WITH 1/2• COX PLYWOOD SHEATHING AND ASPHALT/FIBERGLASS SHINGLES TO a MATCH HOUSE SHINGLES 30'-0• ? Revisions p0 (i ��R r FEBRUARY 11th 2017 65q Y As NOTW L zsez PROPOSED SECOND FLOOR FRAMING PLAN , SCALE: 3/16=1'-0• A5.2 A5.2 s / GENERAL NOTES:METAL PLATE CONNECTED WOOD TRUSSES: 24'-0" 1. WOOD TRUSSES SHALL BE MANUFACTURED BY WOOD FABRICATORS INC.,WOOD STRUCTURES INC.,ALPINE ENGINEERED PRODUCTS INC.,OR AN APPROVED MANUFACTURER 2. ALL MANUFACTURED STRUCTURAL CONNECTORS AND HARDWARE SHALL BE MANUFACTURED BY SDNPSON STRONG Tit OR USP STRUCTURAL CONNECTORS AND AS SHOWN ON THE SHOP DRAWINGS 3. THE TRUSS MANUFACTURER SHALL BE SOLEY RESPONSIBLE FOR DESIGN OF THE TRUSSES AND THE ENTIRE TRUSS SYSTEM,INCLUDING ALL -- RELATED CONNECTIONS,LATERAL BRACING AND ERECTION BRACING. I I NEW PRE-ENGINEERED ROOF U TRUSSES SHALL BE DESIGNED TO SAFELY SUPPORT ALL DEAD LIVE ANDI I I I TRUSSES 24'O.C. KITH D/S'COX -----7 �CWy ttt773!! SNOW LOADS,GROUND SNOW SOPSF.INCLUDING SNOW DRIFT WIND I I I PLYWOOD SHEATHING AND CUPS, LOADS I"MPEL EXPOSURE B AND EQUIPMENT LOADS I I 10/12 PITCH 4. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ALL APPLICABLE ppp BUILDING CODES AND THE LATEST EDITLON OF TIM"ANSUTPI-NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS I I I IrA CONSTRUCTION"AND ALL OTHER APPLICABLE INDUSTRY STANDARDS. S. THE TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS THAT If N INCLUDE:ERECTION PLANS,DETAILS OF EACH TRUSS TYPE,SHOWING 4/12 f I I PITCH I I ALL LATERAL AND DIAGONAL BRACING(ERECTION AND PERMINANT), ! II 4/12 PITCH I I ALL CONNECTIONS INCLUDING MANUFACTURED STRUCTURAL _ CONNECTORS AND HARDWARE REQUIRED FOR THE TRUSSES AND TRUSS ROOF SYSTEM,NOTES REQUIRED FOR THE PROPER HANDLING,ERECTION }faJ AND BRACING OF THE TRUSSES AND SHALL SUBMIT CALCULATIONS FOR EACH TRUSS TYPE,BRACING AND CONNECTIONS SHOWING ALL MEMBER I LOADS AND REACTIONS.SHOP DRAWINGS AND CALCULATIONS SHALL BE PREPARED UNDER THE SUPERVISION OF A MASSACHUSETTS REGISTERD PROFESSIONAL ENGINEER AND SHALL BEAR A WEFT SEAL AND SIGNATURE OF THE MANUFACTURERS ENGINEER. lV & THE TRUSS MANUFACTURER SHALL SPECIFY AND SHOW ON THE 10/12 PITCH DRAWINGA THE HURRICANE CWP REQUIRED FOR UPLIFT AT THE BEMIBIEND OF EACH TRUSii _ EXTERNAL WALL HELOw(TYP)7. ERECTION OF THE TRUSSES SHALL HE IN COMPLIANCE WITH ALL FEDERAL AND STATE SAFETY REGULATIONS,ALL REQUIREMENTS OF THE TRUSS MANUFACTURER,AND THE TRUSS PLATE INSTITtIn(IPq I I I I Pi ERECTION,BRACING REQVItf11ffiiT8 AND GUIDELINES L THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT I I ALL INSTAILATTON,BRAC94G AM CONNECTIONS OF THE TRUSSES AND10/121�1rCH 4/12 PITCH � � V uj COMPLETZD TRUSS ROOF SYSTEM ARE IN CONFORMANCE WITH THE l I I TRUSS MANUFACTURERS SHOP DRAWINGS AND RECOMMENDATIONS 9. NO CUTTING,K NOTCHING OR MODH'ICATION OF THE TRUSSES IS 0 ALLOWED WITHOUT THE WRITTEN CONSENT OF THE TRUSS I I I I MANUFACTURER. II e 10.THE GENERAL CON`fRACTOR TE QE � CONTRACTORS THELOAM O ALL MECHANICAL IUIPMr PQeaNG a DUCTWORK AND OTHER DEVICES THAT REQUIRE SUPPORT BY THE TRUSS - - - 1---------- -- -- - J ROOF SYSTEM AND SHALL I77RN6H THE LOADING REQUIREMENTS TO THE TRIES MANUFACTURER PRIOR TO DESIGN OF THE TRUSSES. -' 11.ALL TRUSSES TO IEE LATERALLY BRACED PER BRACED WALL PROVISIONS OF THE TRC 20"SEE SECTION R6O2.LO6.2 FOR 100 MPH WIND SPEED NOF PROPOSED ROOF FRAMING PAN , � ' "„evi„gip„ SCALE: 3/1S".1'- AS3 v af✓R FW 11 lf, $GIP A5.3 ROTC. : FOR ROOFS CoAdTRUCIEp w11rH p00F TR us5E 5 Reap. ��or krNG fW D MIN a4"wap 9"%9 All atm-mnitg tm&%om BRAUA/6 TO ISE DESIGAcp FWD SgPuta 1. told/t1aaW,ernrleirlth Req'd A/r Spoc. DETAILED 04 TRUSS MAUrAcrn 1zeR RgNOI IG1 a IseDG r b1. Cqgw-CL860M eV W Ow I 2X 8locking O 16"o.c. _ Arhn s-10 I'1 wstM Code f/7 6d/t1oa or stud nm to rrst,hist - Se.Plans and Sections I ; Tor HunleonI Clips and C.m g Raft- S11eAIV1A¢ i , , connections. NA1l1NtIr Ad too Nflb:Os RG SEE GvQSpv�411wD 2r P'r haw AlAmA/ Rlw.ddIRV SHALL toufgWTD tg To s ROB 2x Blocking I.r a ASTM G 13'/(e _ Corrlree L11'r+d/r/elr (J)- ad nails (3J-Bd nods o s-or. SV �v e aoninr SCREW LENGTH Srva psr AO1M�• per Mork(t)p.) Connect Ory,rou./rn D6TN Il. OUTSIDE CORNER Dl�TM1+l_ 1 Il s -• � , r)p.W or S*trees O 12'ac. /z r+B 1 + C 1�Z per ASfll C 1002 with e 2 x t Blocking ,nmr an,P.a.trotion of s/B' S!g 66 1 ed to yp 6'0, at Hodzontol -�„� (r}p.) (! J Sheothmg bins - _ <+(PEua; 80A�Ip •(IJ__y�A�IAdn 1N. Connect Nb//h Roo!SheofAMg with 8d na(/s O 6"o.c and 12?a-hn th.I t dors. -- 2X B/ockmg O 16"o.c. Vim.• at stud rim to r r..wsr ,ale 1e a12 aJ-�,NWtM S1-DCKbvc A/temot.Attochm.nt �?rt's•1111) 16 Qo. 1 J/!'.fOPI.J N�,V' .fit AT at J o.c. o1 pon./sages SNa4YlPIpIG MIN 24' VaubA. A/emknp 40Fftz wtr}! and 6"o.r.. at tnt.rrors it „yie N1jAUNC. _ SCE. PIM C;r?AFU WOOD JW01 er - WMIM' �'IS JOIMS SPc.lr..e'•. vCYAi1- �\SEf , St1eVGTVR.L aNn - •1nN►vw• p1GCkwr. PANtL"CA4 Pj"Am 1 S A)OT RIM GoAklt GTlRU6P Ad MAP-2,VJ'x O.II!' �yy REQwpf( Bd >oist to l 6"o.r. 16d tWb-3/R'x 0.138' R/m,hist to Pots(typ.J (J)- 16d noii O 16"0", s(K'IGf WNIAJ weaOeeaAMro VITAL IA151D6 CraRN60. 4aTAl1, " 15 hist/Bkxking - - , I I I /t9PlIGD Note: ' ' ' >lDEltOufpn R6o2• 8 All Hortzonra/Sheathing.bin is ra b.nailed.ith Bd no//s o 6'o.r. GYPSUM PbYI/lS/ P4V1b�IJ1Al/CIIIrd" EyGtyho,u j m et.d an an/ess arPerwis. to Floor FfAOl_ to Floor FYARI/hL'1' noted on Fuming Pans UA�e�j�(� , y NG, 2 R owS 2x B/ockinq O 16-a c. 12•e a METHOD GS GYPSUM WALL PANELS CONSTRUC71ON at stud nm to Arsr be r GOQItp N4TL 63'/a"••I)J wlv*M EA* Y'1-►15 D£TR 1 r_ NOT US FD ed rot Nail O 6"o.c Bd r.naA �pQR PRWt6 BI otrK V RMr hist to Plot O 6"o.c OeMIoS i W n (0p.) b/sr f In !! J �.^-, l-/-11 /2dT..AJO7 Anchor Boll with 26 . nut and--h-3 1/2"min. - 12'max. 1.e ham and and mac 6'-0"ac each plot. j shown on Me d—ings. Ninhnum 2 Bolts per 14du Piote. :"i; •, GARAGE CORNER DBTAI(, Perpendicular Sd nods -2 1/2".now 0.1 I a" Parallel 16d nods-J 1/2"r 0.733' to F/oar Framing to floor Framing r a NOTE:THIS DRAWING IS SCHEMATIC FOR THE E B d o(b` PURPOSE OF SHOWING REQUIRED CONNECTIONS WALL BRACING FOR THIS PAOJECr IS BASED ON SECTION 602.10 OF THE 8TM EDITION - Braced Wall Panel Additional Connections SEE PLANS FOR LAYOUT,DETAILS,FRAMING OFTHR MASSACHI SCM STATE BUILDING CODE FOR lk2 FAMILY DWELLINGS, for all exterior walls 602.10. OTHER WALL REQUIRE DE IAC""AND ALTERNATIVE DESIGNS AS INDICATED ON THE DRAWINGS.DO NOT R` 2 R O w s METHOD CS-WSP STRUCTURAL REQUIREMENTS MODIFY DOOR OR WINDOW OPENING SIZER AND LOCATIONS OR HEIGHTS AND E $lP, f.,, e/, CONTINUOUS STRUCTURAL PANEL SHEATHING S AND ALL OTHER n LENGTHS OF WALLS AS INDICATED ON THE ARCHTIECI'URAL DRAWINGS WITH OUT --- APPROVAL OF THR ENGINEER AS THIS MAY RESULT IN NON-CONFORMANCE WITH THE Bd r.F"bc All other nailing not shown to be ��t0OF WALL BRACING REQUIREMENTS OFTHE CODE ? 3 4 n � C in conformance with table R602.3 (1) or uwSe+Q � of the Moss. Code 8th Edition IIAaoID C PROJECT; F LAWRENCE H OGDEN.P.E. D T RIM 80ARO 3 L�w '" 198 EAST MAINSTIMT WALL BRACING $HERAI RESIDesoCE I 57PLIcf- OETAIL $o4F�l5T��a�Ap GEORGETOWN,MA.01833 2 BRADFORD Rv 1Ho I sS/DRAT EN�� 978-352.8318,teff 978-502-5921 DETAILS SALEM rZ A. FOR UERDECO VESICA/5 STRUCTURAL GENERAL NOTES: 19. WALL BRACING FOR THIS PROJECT IS BASED ON SECTION 602,10 OF THE 87M EDITION OF THE MASSACHUSETTS STATE BUILDING CODE FOR 1812 FAMILY DWELLINGS,IRC2009 AND ALTERNATIVE DESIGNS AS INDICATED ON THE DRAWINGS.DO NOT MODIFY DOOR OR WINDOW OPENING SIZES AND LOCATIONS OR HEIGHTS AND LENGTHS OF WALLS AS c" oc ax I. ALL LVL BEAMS SHALL BE BOISE CASCADE VERSA-LAM,OR APPROVED EQUAL INDICATED ON THE ARCHITECTURAL DRAWINGS WITH OUT APPROVAL OF THE wa s p�u•x s>Ru uc ALL INSTALLATION TO BE PER THE CURRENT MANUFACTURES ENGINEERAS THIS MAY RESULT IN NON-CONFORMANCE WITH THE WAIL BRACING wo RBCOMMENDA71ONS AND SPECIFICATIONS.E"ZOOD,000 PSI,Fb-3100 PSI. RBQUIREIIDCNTB OF THE CODE. -�- ALL COLUMNS DESIGNATED ON DRAWINGS AS VERSA-LAM TO BE BOISE 20. THESE GENERAL NOTES AND ALL THE PROJECT DRAWINGS TO WHICH THEY ARE A PART OF CASCADE 1.7E 2650 Fc,DO NOT ICNOTCH OR CUT LVL BEAM OR PENETRATE ARE INTENDED FOR THE SPECIFIC LOCATION AND PROJECT INDIACTED. WI'T'H ANY HOLES EXCEPT AS ALLOWED BY MANUFABTURER DO NOT DEVIATE FROM THE DETAILS,DIMENSIONS AND MATHRM S SPECIFIED WITHOUT ♦ 2. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF THREE MEMBERS OR APPROVAL OF THE ENODi M LESS TO BE CONNECTED TOGETHER AS SHOWN ON DRAWINGS. 21. AT THE COMPETiON OF THE FRAMING WORK THE LICENSED CONSTRUCTION SUPERVISOR IS 3. Ail LVL INDIVIDUAL MEMBER$iN BUILTUP SHAM$OFMORE THAN THREE TO PROVIDE A CERTIFICATION TO THE OWNER THAT ALL WORK WAS PERFORMED ACCORDING TO THE DRAWINGS,DETAILS,NOTES,MANUFACTURES INSTALLATION 6PAu MEbBERS TO BE BOLTED TOGETHER WITH 3 ROWS OF'A" diL BOLTS, REQUIREAENTS AND THE 8'EDITION OF THE MASSACHUSETTS BUILDING CODE ANSVASME STANDARD B18.21-1981 @ 12"oc.STAGGER OR OFF SET EACH ROW FOR 1A 2 FAMILY RESIDENCES. E4.Z' o m BOLTS SHALL BE PLACED IN SNUG HOLES,WITH A MINIMUM EDGE DISTANCE OF 2" AND WITH STANDARD WASHERS AT BOLT HEAD AND NUT.OR AS SHOWN ON m m '3 Row DRAWING. ENGINEER LAWRENCE H QGDEN P E z"#-- T03 -�- o 0 4. ALL LVL BEAMS TO BEAR ON 4BUILTLVL UP POST OF. MINIMUM USE 6"X 3.5 BELOW 2 198 EAST MAIN STREET q•i 4"i TO 3 LVLS USE 3"X 3.5", 4 LVLS USE 4.5"X 3.5",5 LVLS USO 6"X 3.5"OR ON GEORGETOWN,MA.01833 POST AS DESIGNATED ON DRAWINGS OR ON STEEL AS SHOWN ON DRAWING. 9GEOR ET cell,973-502-5921M1833 5. BEARING EMS OF ALL BEAMS TO BE BLOCKED 14.5"SOLID EACH SIDE s��� " 6. ROOF SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS®6"OC.@ a"FomtDA7zoN WALLS EXCEEDING 2 LOU i 3 1 LVC., 541441 j PANEL EDGES AND 12"OC.FOR ALL FRAMING MEMBERS S NOT AT PANEL EDGES. 13M RIlOW LHRZB CRnWjA MAY NOTES: 7. WALL SHEATHING TO BE ATTACHED TO FRAMING WITH Sd NAILS®6-OC.® FOUNDATION NOTES COICVMZ BMUCL RDI 04MG 11SCREWST1'O B)t FASTEN MASI'&R TAil66 LOS PANEL EDGES AND 12"OC.POR ALL FRAMING MEMBERS NOT AT PANEL EDGES. TO SBF STEN M CORNER STUDS TO BE ATTACHED TOGETHER WITH 16D NAILS @ 12"OC.OR AS FOUNDATION ANCHOR BOLTS WALL HEIGHT UNBALANCED FILL HT h SEE DRAWINGS FOR LENGTH OF SCREW AND SHOWN ON DRAWINGS 112-DLU�rER WrMWASHER•F"EMSD. an 70. .4 ONCENTIRSPACING. 3%'MIN.32"MAX FROM END OF EACH 9f 6R D 2) ALL 2 AGMXR LVL BEAMS TO HAVE SCREWS S. SCREWS BARD TO BE ATTACHED?O FRAMING WITH TYPE W OR TYPES MATZ Aim MAR,6B-0 1•O.C. 10 D, CR J FROM ONE.SIL SCREWS AMIN.RDANCE WITH ASTM01002®12"OC.AND SHALL PENETRATE OR AS SHOWN ON TTI$DRAWINGS STEM WALLS a 3) ALL 3 OR 4 MEMBER LVL BEAMS TO HAVE �' N SCREWS FROM ONE SIDE UNLESS FRAMING A MIN.OF 5/8" ' 9. ALL OTHER FRAMING TO BE PER THE 8m.EDITION OF MASSACHUSETTS STATE FebTING REM ORCVCG WALL RED»ORCING GRADE 6o n q USE G7 ZRVV OTSCREW ONse DRAVAwnDo NOT BUHDING CODE,IRC2009.FRAMING LUMBF 86.875 Pei, E-1,300.000 CONI7N0008 HOTHCGS 3.4 BARS SUESrrJ rM AS CAPACT"MAY NOr BE D NVID-LAP HOBIZO IN L- SLABAE@CAORCING 6.6 WLe•WAO a1 ADEQUATE. 10. ALL JOIST AND BEAM HANGERS TO BE BY SIofPSON STRONG TIE, D4BeVIDUAL FOOTINGS INSTALLATION AND NAILING TO BE PER MANUFACTURERS RECOMMENDATIONS. a 4 RARS WITH 31•COVE&ILACHWAY CONCRVIZ h ' DETAII OF CONNECTING SPXCWJUM HARDWARE MAY REQUIRE SPECIAL ORDER ALLOW SUFFICIENT oR�168HocpN ox THE DRAWINGS. FOUNDATION WRITE AND FOOTINGSe LEAD TIME FOR DELIVERY. USE SHMPSON HURRICANE TIE AT THE EAVE END '�RA�MTR AB t9 LVL MEMBERS TOGETHER MPMkfUN WALL REINFORCING Fe 3005 PW AMZNTRADW n OF EACH ROOF RAFTER OR TRUSS.ALL EXTERIOR HANGERS AND HARDWARE HORIZONTAL GARAGR AND XZIR RRt W ABS `w f 40 NAAJf.!R TO B6 CORROSION PROTECTED PER PRESSURE T2.4 BARS TOP•MID NMT OF WALL F'.35M PSI AIR TREATED LUMBER LUMBER ENTxADaD N " e[ MANUFACTURES RECOWAMA77ONS AND SIMPSON STRONG TIE wrralela LAPAND TF1.CORNERBABS �� 21Fj sEAPO i c �_a. .. REOObIIBNDATN3,OR STAIVi LE STEEL. BEAMS TbBEAR ON 1 N112R b PLATE WNW11. THE C'ONTRACT'OR SHALL BE RESPONSIBLE TO OBTAIN AND•FOLLOW THE MINIMUM 1 n r AIR SPACE SIDES AND • • • - MANUFACTURES LATEST INSTALLATION RECOMMENDATIONS AND END OF ALL BEAM 2 nu SP6CHRCATIONB FOR LVL REAMS 12. ALL SUPPORTS CINDER BEAMS TO HAVE SUFFICIENT UNINTERL7=SUPPORT s AIL THE WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM. r.r r:r r•r ,�,� �j 740 D rC1 bArWL SCRISNnlFg 13. BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS AND ACTUAL FIELD '' AT .130M i�AN4E1Z S CONDITIONS THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF TIE e , ` �ta ENGINNER PRIOR TO PROCEEDING WITH CONSTRUCTION. � ,- -' � m�camv"r c N OF q �lq 14. COORDINATE ALL WORK WITH THIS DRAWING AND ALL OTHER PROJECT 7 1VH7TE: GoNUE[r It°9T:rpoR 6 P,w,,,cK Uk"maE a LES 5 L U LS w 1rO 2. rAw 5 e 16 oe DRAWINGS INCLUDING SHOP DRAWINGS. a 15. Ail.STEEL COLUMNS,BEAMS AND PLATES TO BE A-36 STEEL. uuwa 2 GnvmboslacoR a Luf-$ GRE ATe R i!d A V 12.11 16. ALL BIGFOOT SYSTEMS TO BE INSTALLED PER INSTALLED PER BIGFOOTu S R 3 R ew 6 'c 16"u� IN3TAIATION MANUAL. as a aw ` .«WuaooM �a9p 17. LOADS FIRST FLOOR LL 40 PSF,SECOND FLOOR 30 PSF,DL 15 PSF,ROOF GROUND !r NAL SNOW LOAD 50 PSF,DECK LL 40 PSF WAID LOAD 100 MPH.EXPOSURE B. 18.FOUNDATION TO BE CARRIED DOWN TO UNDESTURBED SOIL[HAVING A aTr�pEDFootPKF�� r MINIMUM BEARING CAPACITY OF 2 TONS/SQ FT -- _..---- LAWRENCE ILOGDEN PE" GENERAL NOTES SiIERA} REI1DfrJLT p�Z 198 EAST MAIN STREET 281GADFOR0 RD L+o $ALUM tA14 9 GEOM18WN' '91833 LVL CONNECTION DETAII.I 3-U 5 I 78-352-8318,a0 978-5025921 FOR v E!-D c t0 b F4 Fr NS L 0G•% SPACING 0c. I EXTERIOR DECKS,PORCH&4l STAIRS14! 9-1x13 DECKS,PORCHES AND EXTERIOR STAIRS TO BE DESIGNED FOR THE I FOLLOWING LOADS. •. I�I+ - • ! • LIVE LOAD 40PSF.,SNOW DRIFT IF APPLICABLE AND WIND LATERAL AND . I UPLIFT FORCES, • GUARD AND E ANDRAI S:200 LBS IN ANY D1RECITON AT ANY POINT. _x/24 SIMPlO:'! - INFILL COMPONENTS:50 LBS.HORIZONTAL ON AN AREA EQUAL TO 19Q.FT. MD6 T-0fADaD_ Roo I END of Lew-CR STAIR TREADS:THE GREATER OF 40 PSF.OR 300 LBSCONCENTRATED LOAD. .:.__ V1f1N iflOT.L IntA9NER _. (—' mR jowr g e;bloc:-tµx DECK CONSTRUCTION D3 COVERED IN SECTION R502.2.2 OF THE S°EDITION cFP edMaI ^ FAs"E M "sT E R OF THE MA9STATE BUILDING CODE FOR RESIDENTIAL CONSTRUCTION. NOTE:NEW SECTION R502.2.23 REQUIRES A DECK LATERAL LOAD CONNECTION.SEE ALSO NAM AMEDMENT TO SECTIONRUM6 FOR , Z••bI� - oc. 45'61 GBNTEK SPAC.I•VG- 60 P5F DECK LcAp UNCONDTTIOMWPORCM. 177T� - $ LAI 1 D E D s c-r- G I o c, BBEFER TO AMMERICAN FOREST!PAPER ASSOCIATION(AF&PA)www.awaore PRFSCR[PTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GM)E(DCA6-") ' 1 ^ _RE.6K_S-1qE B-1f To 10 WIDE 3 Cc. AS REVISED MAY 2013,MASS AMENDMENTR301.1.1. CONSULT A REGISTERED DESIGN PROFESSIONAL FOR ITEMS THAT ARE NOT TlP•cptOAt-J"Tx .. 1 o'-C to 12' w I DE 4'oc. I DY COMPLIANCE WITH THIS GUIDE. a¢uc-PdsTca+NECraRs itf-1" To 14f W me. 41 oC RE FlaR -to FASTEN MASTER T E CH n/I CA L- 130LLe rn N SIMPSON STRONG-TIE ALSO PUBLISHES BELPFUL GUIDES TO DECK CONSTRUCTION. O N"5{ 1. REF R5g2,7, z.3 LRC._ RIM ..I Of ST POR I Iv5T A L L A n oN 9�v ua e s AVD o TH E R ALL WOOD FRAMING MATERIALS TO BE PRESSURE TREATED. CQRROSIpn! QRp[�,¢'!50__4EQ REOLh REMETS ALL EXTERIOR CONNECTIONS TO BE CORROSION PROTECTED. $IMPspNy N-11 ORA14sufm [rifiEA�eO L+uA19eR i ' EE �5 ,vAm QA�S CONTRACTOR TO COORDINATE TYPE OF CORROSION PROTECTION R�c Ih t=r1- D E c k L E DG e P_ Go V mcn ot•( REQUIRED WITH THE TYPE OF PRESSURE TREATED LUMBER SUPPLIED FOR t0 RCG14 1..RGfrl'R CQN.tt.9gNit EXTERIOR FRAMING AND THE CONNECTIONMANUFACTUER9 4. FlAS111A((y 'AND WATERPR-OOFWU, 'gS OlMERS Polcu DeA s RECOMMENDATIONS. 0� MINitiIrDIM ,�o}C1J-rY.a .V]q-"tlN4- $ `_ t-f��FGM-WDr-e9 � � ..L4A13 p _ Noeo,Anr•!L. e.R•,.•D au al�c�a SLHlmSAUFetGUDLL.[!B 'Z.'L[G Ee wN CK Lh LPAZ7 _G p�._�CT. z- i^ L•OAE OF f 'D`±t 95GK O 41GN - ... aIM PSOo Htfn �.�5.., _ N Imo.. I NSR«�.ANe cf.�P TO oaunRuur os sr. .... Y,IvteM1 1,0D opf Posr� PLAT fgVN[GRD 'to M aIt IST..IG STNDS }�4.R OF b�hp10N LPC cAPi OR W.isl% 3- bee ACG RA ALa•GAPs LLD4GL LO PfA^ A4l.R ALTA lAPf FOR 4.4 POST G'. W INION sRt ALL ­­res T re L� ppyTn.4 Rlly BOARD aw F App�ICA^I.t Sl Ps oN Z hAX- ZRIO Ll.OGlR VSe..LY R­­S S P6m OUR .IO.NG SPECIFIED FOR Ur owECb[S MD'clruNRGT ' SIAPSON. AL BE 10 WSn— HPrOR NOTRI P A-Z)C4P§ p0.eSs,RE TREATED "L•R. WRs! CO,./iR .R TO 1 SI•^PS ON Bee Foe G.L Pox 1 Rows SW A4CvR4TeLY LOCATE ' SEE FRAM�IU(.PLAN OAP aASE Bc4 F 0. 44 PofT LM-PAS—r6.K 4T DS La IN•VRt L6 pGlR LOK LaDLiR LO K11J/TM.tATW AWsm ^'fin" GIRDeE AT OL I A0.! ORNr 5T D[ID N 1F SIm PSON JOIST HAUG[Q LV5 L1055 E%I iTINc fe SPUN �1n I 1. �r 6 lir — pr �j Pr ACG E G PS 2R F b0. GL L P­ pr RANCID L $" —sl-F ff AW64 BASF n+..«D Au+Acc+ vs FDa 4+4 Fear yore! C.4ReFUL,_y ylsDo ERS ea 1-P2 G caps U FA Post NOTiFy ENGiN![R. WORE. PRDeG eOI�1,G �G 'POF�CcsRiMi $­PS A-64 Fnc G•L Pear IF Tws V"O,L CAN NOT %ya P �- 1 At Pt WlD AS 540W1q /O IO"a T,,.e $II11•� ROoF ,Q'I' HovSF "_, 10 - � 21"u>JPiIsWnP4RnTD 1 : TYPICAL $BCE/On 7AW9 $ ' �QCH $ _3s4ERAJ I NOTE5 ioL (�{II,Q,Hi N,hW OW3 Z BRAD PoRD M D L110 . 97&3524$1g,cell 9U-"2-3921, AND VIETAll_S SALEM •10i 7 - FOR uERDfco pES14-ms